Definitions for Water Treatment

 

activated sludge process
degradation of waste in water by microorganisms in a well aerated tank, the end products being solid microbial biomass, and CO2
anaerobic digestion
bacterial digestion in absence of oxygen. Carbon content of the waste is converted to methane rather than carbon dioxide. The methane is often used to power the treatment plant.
available chlorine, free and combined
HOCl and OCl- are classed as 'free chlorine', and are powerful disinfectants. These react with ammonia to form chloramines, 'combined chlorine', which is also disinfectant, but weaker. The typical 'chlorine' odor and taste of water is due more to chloramines than chlorine.
biological reactor
support system with  a coating of biomass to developed on the  surface. The surface is in contact with both the water being treated and with air. These are classed as fixed film  biological treatment systems. Trickling filters and rotating reactors are examples.
cementation
the spontaneous process of deposition of a metal on the surface of a more electroactive metal. (e.g.  Ag+ +  Cu(s) --> Ag(s)  +  Cu+)
chemically stabilized water
water with pH, [Ca2+], and alkalinity adjusted to a point close to saturation with CaCO3, which will neither precipitate solid scale in pipes nor remove the coating of CaCO3 which protects pipe surfaces. Note that these factors are interrelated and all will change if one changes.
coagulation
removal of colloidal particles by sorbing these particles in a gelatinous precipitate, usually aluminum hydroxide, iron hydroxide or sodium silicate.
disinfection by-products
especially important in this category are the chlorinated organics fromed when organic compound are not entirely oxidized by chlorine. Trichloromethane, chlorinated aldehydes, carboxylic acids and other chlorinated compounds may be more dangerous than the original organics.
electrodeposition
reduction of metal at a cathode will result in deposition of solid metal, removing it from solution.
electrodialysis
water containing salt is placed between semipermeable membranes and a curent is applied. Cations and ions migrate in opposite directions and pass through the membranes, leaving purer water between the membrane filters.
microstraining
filtration through very fine steel mesh, which can remove particles down to 5-15 micrometers in diameter
denitrification
nitrogen as ammonia or organic nitrogen is removed from sewage because it is an algal nutrient. Ammonium ion can be removed by raising pH above 11.5 and air stripping the ammonia formed. Under aerobic conditions, bacteria will convert ammonia to nitrate, which can be further reduced to nitrogen by a bacterially catalyzed reduction with an organic source of carbon such as methanol
reverse osmosis
under pressure water can be forced through a semipermeable membrane, removing salts which cannot pass the membrane
secondary waste treatment
removal of organic matter which contributes to BOD from sewage
sedimentation
removal of solids from water by allowing them to settle under gravity
tertiary waste treatment
a final step in treatment which targets further removal of fine particles, dissolved organics and and dissolved inorganic materials especially algal nutrients
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